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HomeMy WebLinkAboutTr 31106 RG-01 CITY OF LAKE ELSINORE 74 GENERAL NOTES TRACT N o. 31106 SITE 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE RE ORDINANCES N0. 801 AND 882 AND CANYON HILLS LOCATION APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST EDITION TH OF E UBC, CHAPTER 33. CANYON 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT, CITY OF LAKE ELSINORE, PRIOR TO ANY OPERATION. 15 HILLS R NEWPOR RD 0 15 3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND USA ALERT(1-800-422-4133) ROUGH GRADING PLANS AYNR = 48 HOURS PRIOR TO GRADING. Q� 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGNEERING DEPARTMENT AT LEAST 24 HOURS IN ADVANCE OF BEGINNING GRADING OPERATIONS. 7 5 RD SCOTT RD 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. BUNDY CY CYNTT -N OOD 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO I VERTICAL, UNLESS OTHERWISE APPROVED,AND SHALL BE SHOWN ON THE PLAN. QO O \ CLINTON KEITH RD 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO I VERTICAL, UNLESS OTHERWISE APPROVED,SHALL BE SHOWN ON THE PLAN,AND 8. FILLS SHALL BE COMPAACTEDNTHROU HOOT HAVE UT TO 90%DENSITY AS DETERMNED 90%RELATIVE NBYUTHE MODFIEDT TO THE ITHREESHED SLAYER ASTM 0-1557-70 \ ���URFACE. � ODO \ ALL STREETS WITHIN TRACT 31 106 TEST METHOD. ARE PRIVATE IN 9- FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS, SCARIFIED,AND INSPECTED BY THE GRADING INSPECTOR AND A\ A APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL. 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND IS APPROVED \� BY THE SOILS ENGINEER. / THOMAS BROS.MAP PG.28,GRID D4. 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/2 INCH PER FOOT FOR A MINIMUM \ VICINITY MAP OF 3 FEET, THEN 1%(MINIMUM) TO FLOW LINE OF EARTH SWALE. u 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%IF CUT OR FILL SLOPE IS LESS THAN 10 FEET,AND 2%IF ° M NO. 81108��\ NOT TO SCALE CUT OR FILL IS GREATER THAN 10 FEEL DRAINAGE SWALES SHALL BE A MINIMUM OF 0.5 FOOT DEEP AND CONSTRUCTED A / ,a MINIMUM OF 2 FEET FROM THE TOP OF CUT OR FILL SLOPES. a J3 za a `�\ LEGEND 13. PROVIDE 5-FOOT-WIDE BY 1-FOOT HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5 FEET HIGH. CURB AND GUTTER 1583.3 PAD ELEVATION 14. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100-YEAR STORM FLOWS,ALONG THE TOP OF CUT SLOPES. r 4 ss T9 \ ---- PROPERTY LINE 2 6% PROPOSED SPOT ELEVATION 15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATERCOURSES SHALL BE PERMITTED. a zg 3s 1s ss ss @0el S LOT LINE ZC 11 a 64 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER, TO SUPERVISE GRADING AND PRODUCE A FINAL SOILS REPORT ' 49 •63 a �F\ TOP 6,1 6D EXIST. ELEVATION WHICH INCLUDES FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS OF THE SOIL. 10 °s J°3t 6261 li IE PROPOSED SLOPE SG I� RIPRAP SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS. 4z 3> '�` 32 fi0 a3 TOE 17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A SOILS ENGINEER 'qo qt 4J 3s \' % ea BVC BEGIN VERTICAL CURVE 9^ 3)36 33 se -605 FINISHED CONTOUR 18, THE SOILS ENGINEERING INVESTIGATION DATED 9 10 04,AND THE ENGINEERING GEOLOGIC INVESTIGATIONDATED 212212002 PREPARED BY ".°±?as q q es s GB GRADE BREAK / / a ae so s1 sz s3 5a ss ss B� e+w,• FL FLOW LINE "PACIFIC SOILS"SHALL BE CONSIDERED A PART OF THIS GRADING PLAN, AND SHALL BE z __ - - - - LIMITS OF PAD s ea / - INTERCEPTOR DRAIN FINISH SURFACE COMPLIED WITH. ,q s a :a �� - - - - - IN ENV INVERT 3 z 1 00 4. y as - 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING I" (I � F CUT/FILL LINE LP LOW POINT PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED,THE ELEVATION(WITH RESPECT TO MEAN SEA LEVEL) \ 4 08°J O6�, oa to3 toz 1°°s9 se sv e6 ss lea 93 oz 91 PI POINT INTERSECTION SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS , /i SHADED SLOPE TO BE Tc TOP CURB REQUIRED THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. -� ROAD _ y MAINTAINED BY HOA TYP TYPICAL CONSTRUCTION/GRADING. No.' �- / ��gi.- 1 LOT NUMBER EARTHWORK QUANTITIES: 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY SHEET Z HILLS M A.148�KEY MAP \\ �T 21. STABIUTY CALCULATIONS WITH A FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING RAW VOL. 29,856 CY 27,653 CY AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER 30 FEET IN HEIGHT. SCALE: 1"-900' 22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN 1 FOOT. 20X SHRINKAGE TO 11,253 CY STOCKPILE -2.250 CY ADJUSTED VOL. 27,606 CY 27,653 CY 23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,IT MUST BE CLEARED,KEYED,AND BENCHED INTO BASIS OF BEARING: * PROJECT WILL BALANCE ON SITE FIRM NATURAL SOIL FOR FULL SUPPORT.PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NAD 83, ZONE 6, PLACEMENT OF FILL MATERIAL. SLOPES GREATER THAN 5:1 ARE REQUIRED TO BE KEYED AND BENCHED. GRID BEARING BETWEEN N.G.S. STATION "WILDOMAR"AND N.G.S. STATION EROSION CONTROL NOTES: "METZ". I.E. N06'21'37"E THE COMBINED SCALE FACTOR AT CP 2015 ENGINEERS NOTICE 24. THE SOIL ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: IS 0.99989774 AS SHOWN ON TRACT MAP 29568, M.B. 29911-5. 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFILL OF ALLUVIAL, COLLUVIAL,AND A. IN CASE ON EMERGENCY CALL DENNIS R. SMITH AT(909) 739-0456 GRID = GROUND x COMBINED SCALE FACTOR SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS TERRACED AREAS AND ANY SUBSTRUCTURES. esp-i a person (24-hr. p one no. AND PROPERTY THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRECOMPACTION, BENCHING,AND FILLING OPERATIONS. NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER C. DURING INSTALLATION OF BUTTRESS AND CANYON SUBDRAINS AND FILTER MATERIAL. B. THE UNDERSIGNED CIVIL ENGINEER WILL REVIEW PLACEMENT OF EROSION CONTROL AND INSURE THAT WORK IS IN BENCH MARK: -AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH ACCORDANCE WITH THE APPROVED PLANS. ELEVATION: 1400.873 THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. -•->� ---- 29242 03/31/2Q07 DATE: 1970 NEGLIGENCE OF THE OWNER OR ENGINEER . RIVERSIDE COUNTY DESIGNATION: E-14-70 25. EROSION CONTROL• ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12 INCHES ON CENTER, Si nature (RCE NO.) (Expiration Date DESCRIPTION:2.7 MILES NORTHEAST ALONG RAILROAD CANYON ROAD FROM THE INTERSECTION OF 2. ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON PUBLIC RECORDS, OR ANOTHER APPROVED GROUNDCOVER. SLOPES OVER 15 FEET IN VERTICAL HEIGHT,IN ADDITION RAILROAD CANYON ROAD AND STATE HIGHWAY 71, 122.0 FEET NORTHWEST OF RAILROAD CANYON ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT THE OWNER, BY ACCEPTING TO GROUNDCOVER,SHALL BE PLANTED MATH APPROVED TREES,SHRUBS,OR COMBINATIONS THEREOF.SHRUBS SHALL BE C. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. OCTOBER ROAD, 6.0 FEET SOUTHWEST OF POWER POLE 11853732E, 1.0 FEET NORTHEAST OF A MARKER THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS HEREON,AGREES TO ASSUME LIABILITY PLANTED AT 10 FEET ON CENTER: TREES,20 FEET ON CENTER,COMBINATIONS,15 FEET ON CENTER.SLOPES OVER 3 FEET 15 THROUGH APRIL 15. NECESSARY MATERIAL SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO POST, A BRASS DISK SET IN THE TOP OF CONCRETE POST E-14-70. AND HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS, OR UBC, CHAPTER 70. R41N IS IMMINENT THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORD LOCATIONS. THE CONTRACTOR IS 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT D. EROSION CONTROL DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE CITY ENGINEER. SOILS ENGINEER'S CERTIFICATE: REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES A PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER FOUND AT THE SITE IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO ADJOINING PROPERTIES DURING THE GRADING PROJECT. E. ALL REMOVABLE."PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY, WHEN THE THESE GRADING PLANS HAVE BEEN REVIEWED BY THE UNDERSIGNED AND FOUND NOTIFY THE OWNERS OF ALL UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK, 27. APPROVED EROSION PREVENTIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON FIVE-DAY RAIN PROBABILITY FORECAST EXCEEDS 40 PERCENT. TO BE IN CO FORM THE RECOMMENDATIONS AND SPECIFICATIONSJ. THE AND SHALL BE IN PLACE AT THE END OF EACH DAYS WORK. FOR ED IN HE S N AND GEOLOGICAL RECONNAISSANCE REPORT PREPARED UNAUTHORIZED ENGINEER CHANGESPREPARING OR USES OF PLANS THESEWILL PLANS. ALL RESPONSIBLE HAN ES TO THESELPLNS MUST F. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS AND DESUTING BASINS. ANY BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. 28. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. GRADED SLOPE SURFACE PROTECTION MEASURES DAMAGED DURING A RAINSTORM SHALL ALSO BE IMMEDIATELY REPAIRED. 4. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. CONTRACTORS 29. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE. G. FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE SLOPE AT THE CONCLUSION OF I 0.E N Date SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR TO BIDDING FOR CONSTRUCTION. EACH WORKING DAY: 30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. S ture CE�7 N0. Date H. THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE SIGNS POSTED ON THE SITE TO PREVENT PUBLIC TRESPASS INTO PRIVATE ENGINEERS NOTE TO CONTRACTOR 31. SANITARY FACIUTIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING OPERATIONS. AREAS WHERE WATER IS IMPOUNDED WHENEVER THE DEPTH EXCEEDS 2 FEET OR CREATES A HAZARDOUS CONDITION. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPE, CONDUITS OR STRUCTURES 32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS SHOWN ON THESE PLANS IS OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF 3 FEET VERTICAL HEIGHT WITHIN 90 DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL NOTIFICATIQS OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. BE IN ACCORDANCE WITH ORDINANCE NO. 882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY NOTE: THE CONTRACTORS SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND BE SOLELY FORTY-EIGHT(48) HOURS PRIOR TO STARTING CONSTRUCTION OR EXCAVATION: RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACIUTIES RESULTING DIRECTLY OR INDIRECTLY FROM °S THESE DRAWINGS. HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. CITY OF LAKE ELSINORE 1-909-674-3125 34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED PAD,PRIOR TO ROUGH GRADE APPROVAL. GENERAL TELEPHONE 1-800-422-4133 _ OWNER/DEVELOPER SOILS ENGINEER 35. APPROXIMATE DATE OF: ELSINORE VALLEY MUNICIPAL WATER DISTRICT 1-909-674-3146 NRDEE HOMES PACIFIC SOILS ENGINEERING, INC. BEGINNING OPERATION: OCT 2004 ' -10880 WILSHIRE BEVD., SORE 1900 7715 CONVOY COURT COMPLETION: APRIL 2005 SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200 oFessi LOS ANGELES, CALIFORNIA 90024 SAN DIEGO, CALIFORNIA 92111 �paa A y�ohk / TELEPHONE (3f0) 475-3525 TELEPHONE: (858)560-1713 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL NTH A MAXIMUM DIMENSION GREATER THAN 3 INCHES WILL BE PLACED SOUTHERN CALIFORNIA EDISON COMPANY 1-800-684-8123 IN FILLS NTH ROADBED AREAS OR 3 FEET OF FINISH GRADES,UNLESS THE LOCATION,MATERIALS, AND DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. MEDIA ONE CABLE TV 1-909-674-7741 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE APPROVAL UNDERGROUND SERVICE ALERT(U.S.A.) 1-800-422-4133 *spy :06/30MI * ' 38, GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING DEPARTMENT. © iFF c1V1 gs_g1/1�7 �c WDID #833S300693 DATED 1-01-1990 NO. DATE REVISIONS APPROVED BY DATE CITY SEAL CERTIFICATION: PREPARED BY.eROFEss1GNq _ CITY OF LAKE ELSINORE 1 77/ pwxoGMO,Q/3.�tJ�,GacsGoi.MOGCEt�OTifN,t1�ACGOJ3//FyeU2Z 09 Lr oc THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WTM THE ,�2��EPlN HgRrFyc } I�N�jj��'.,.E, rFN l �',�,�. SHEET: 46,56,ew ANDADPEOGOT�/N1f�(/'.LY4(/J• APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY �� �y cF2� CIVIL ENGINEERING TRACT NO. 31 106 (DALL..TGOLL F�m AND STATE LAWS, AND A PERMIT CAN BE ISSUED. it No.29242 LAND PLANNING 2 A/P ACV--O6c4eAfCYEyA77NHK/S S of at et 4 ° 0 0 0 3 ti10aF/�OBMPGaPQ/�E eja4Cat�fEO/d CCPIa/r'/YG' OQ�Y/ f yc LAND SURVEYING CANYON HILLS oF' �� PPAP,P/PPAPPALt�Cb12CC/TGo.P/R�4eJ°XGCkWYs,Nf4att/ALGy PAi �/ A D eneW:3-31-2DD7 �89TZAFOR IA AVE. -STE.102-CORONAFiF�O9RIZIA�9�288� ROUGH GRADING PLAN / FILE NO. TWO WNRKING DAYS au/eA BC.Ge�AOJ•. .Vf�'A�0.7�E6T.',1,� KEN SEUMALO EXPIRES 9-30-05 �� r�TF OF'CA��FO��\P RCE 29242 03-31-07 aEFORE YOU mO uJl3 Il5_$u1Lr o/wl JOSEPH HARTGC LICENSE NO. EXP. DATE 1 W.O. I FOR: lF.B.